EN 10219-1:2006
Current
Current
The latest, up-to-date edition.
Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions
Published date
04-26-2006
Publisher
Foreword
1 Scope
2 Normative references
3 Terms, definitions and symbols
3.1 Terms and definitions
3.2 Symbols
4 Classification and designation
4.1 Classification
4.2 Designation
5 Information to be obtained by the manufacturer
5.1 Mandatory information
5.2 Options
5.3 Example of an order
6 Requirements
6.1 General
6.2 Steel manufacturing process
6.3 Condition of feedstock material
6.4 Structural hollow section manufacturing process
6.5 Delivery condition
6.6 Chemical compositions
6.7 Mechanical properties
6.8 Technological properties
6.9 Surface condition
6.10 Non-destructive testing of welds
6.11 Tolerances and mass
7 Inspection
7.1 Types of inspection
7.2 Types of inspection document
7.3 Summary of inspection
8 Sampling
8.1 Frequency of tests
8.2 Preparation of samples and test pieces
9 Test methods
9.1 Chemical analysis
9.2 Mechanical tests
9.3 Visual inspection and dimensional check
9.4 Non-destructive testing
9.5 Retests, sorting and reprocessing
10 Marking
11 Evaluation of conformity
Annex A (normative) Structural hollow sections of non-alloy
quality steels - Chemical composition
and mechanical properties
Annex B (normative) Structural hollow sections of fine grain
steels - Chemical composition and mechanical
properties
Annex C (normative) Location of samples and test pieces
Annex D (normative) Evaluation of conformity
Annex ZA (informative) Clauses of this European Standard
addressing the provisions of the EU
Construction Products Directive
Bibliography
This part of this European Standard specifies the technical delivery conditions for cold formed welded structural hollow sections of circular, square or rectangular forms and applies to structural hollow sections formed cold without subsequent heat treatment.Requirements for tolerances, dimensions and sectional properties are contained in EN 10219-2.NOTEA range of steel grades is specified in this European Standard and the user should select the grade appropriate to the intended use and service conditions. The grades and mechanical properties of the finished hollow sections are compatible with those in EN 10025-2 and EN 10025-3.
| Committee |
CEN/TC 459/SC 3
|
| DocumentType |
Standard
|
| PublisherName |
Comite Europeen de Normalisation
|
| Status |
Current
|
| Standards | Relationship |
| PN EN 10219-1 : 2007 | Identical |
| BS EN 10219-1:2006 | Identical |
| NS EN 10219-1 : 2ED 2006 | Identical |
| UNE-EN 10219-1:2007 | Identical |
| I.S. EN 10219-1:2006 | Identical |
| SANS 50219-1 : 1ED 2010 | Identical |
| NEN EN 10219-1 : 2006 | Identical |
| NBN EN 10219-1 : 2006 | Identical |
| UNI EN 10219-1 : 2006 | Identical |
| SN EN 10219-1 : 2006 | Identical |
| NF EN 10219-1 : 2006 | Identical |
| DIN EN 10219-1:2016-01 (Draft) | Identical |
| NS EN 10219-2 : 2ED 2006 | Corresponds |
| DIN EN 10219-1:2006-07 | Identical |
| SANS 50219-1:2010(R2016) | Identical |
| 08/30192726 DC : 0 | BS EN 1538 - EXECUTION OF SPECIAL GEOTECHNICAL WORK - DIAPHRAGM WALLS |
| 13/30284484 DC : 0 | BS CISPR 14-1 ED 6 - REQUIREMENTS FOR HOUSEHOLD APPLIANCES, ELECTRIC TOOLS AND SIMILAR APPARATUS - PART 1: EMISSION |
| I.S. EN 12079-1:2006 | OFFSHORE CONTAINERS AND ASSOCIATED LIFTING SETS - PART 1: OFFSHORE CONTAINERS - DESIGN, MANUFACTURE AND MARKING |
| I.S. EN ISO 14713-2:2009 | ZINC COATINGS - GUIDELINES AND RECOMMENDATIONS FOR THE PROTECTION AGAINST CORROSION OF IRON AND STEEL IN STRUCTURES - PART 2: HOT DIP GALVANIZING |
| I.S. EN 10219-2:2006 | COLD FORMED WELDED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES |
| PD CR 10313:2000 | Classification of grades of steel. Examples of classification related to European standards |
| UNE-EN 1993-1-10:2013 | Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties |
| PREN 1536 : DRAFT 2008 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - BORED PILES |
| PREN 10225-4 : DRAFT 2017 | WELDABLE STRUCTURAL STEELS FOR FIXED OFFSHORE STRUCTURES - TECHNICAL DELIVERY CONDITIONS - PART 4: COLD FORMED WELDED HOLLOW SECTIONS |
| UNE-EN 1993-1-8:2013 | Eurocode 3: Design of steel structures - Part 1-8: Design of joints |
| 15/30320416 DC : 0 | BS EN 1090-2 - EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| DIN EN 1993-1-2:2010-12 | Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design (includes Corrigendum AC:2009) |
| BS EN 12811-2:2004 | Temporary works equipment Information on materials |
| BS EN 1993-1-1 : 2005 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
| BS EN 1993-5:2007 | Eurocode 3. Design of steel structures Piling |
| DIN EN 1537:2001-01 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - GROUND ANCHORS |
| EN 12811-2:2004 | Temporary works equipment - Part 2: Information on materials |
| EN 10025-1:2004 | Hot rolled products of structural steels - Part 1: General technical delivery conditions |
| DIN EN 12811-2:2004-04 | Temporary works equipment - Part 2: Information on materials; German version EN 12811-2:2004 |
| EN 12811-1:2003 | Temporary works equipment - Part 1: Scaffolds - Performance requirements and general design |
| DIN EN 1090-2:2011-10 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| I.S. EN 1994-1-2:2005 | EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
| DIN EN ISO 14713-2 E : 2010 | ZINC COATINGS - GUIDELINES AND RECOMMENDATIONS FOR THE PROTECTION AGAINST CORROSION OF IRON AND STEEL IN STRUCTURES - PART 2: HOT DIP GALVANIZING |
| I.S. EN 1993-5:2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 5: PILING (INCLUDING IRISH NATIONAL ANNEX) |
| 08/30192723 DC : 0 | BS EN 1536 - EXECUTION OF SPECIAL GEOTECHNICAL WORK - BORED PILES |
| 03/103471 DC : DRAFT FEB 2003 | BS EN 10219-2 - COLD FORMED WELDED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES |
| 11/30239473 DC : 0 | BS EN 10025-1 - HOT ROLLED PRODUCTS OF STRUCTURAL STEELS - PART 1: GENERAL TECHNICAL DELIVERY CONDITIONS |
| UNE-EN 1993-1-1:2013 | Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings |
| PREN 1090-2 : DRAFT 2015 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| UNE-EN 1090-2:2011 | Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures |
| S.R. CEN ISO TR 20172:2009 | WELDING - GROUPING SYSTEMS FOR MATERIALS - EUROPEAN MATERIALS |
| EN 10219-2:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 2: Tolerances, dimensions and sectional properties |
| UNI EN 1090-2 : 2011 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| UNI EN ISO 14713-2 : 2010 | ZINC COATINGS - GUIDELINES AND RECOMMENDATIONS FOR THE PROTECTION AGAINST CORROSION OF IRON AND STEEL IN STRUCTURES - PART 2: HOT DIP GALVANIZING |
| ONORM EN 10219-2 : 2006 | COLD FORMED WELDED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES |
| DIN EN 1090-2:2015-07 (Draft) | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| I.S. EN 1993-1-10:2005 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-10: MATERIAL TOUGHNESS AND THROUGH-THICKNESS PROPERTIES (INCLUDING IRISH NATIONAL ANNEX) |
| I.S. EN 1993-1-1:2005 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
| DIN EN 1537:2014-07 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - GROUND ANCHORS |
| DIN EN 1993-1-8:2010-12 | Eurocode 3: Design of steel structures - Part 1-8: Design of joints (includes Corrigendum AC:2009) |
| BS EN 1993-1-10:2005 | Eurocode 3. Design of steel structures Material toughness and through-thickness properties |
| I.S. EN ISO 19902:2007 | PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED STEEL OFFSHORE STRUCTURES |
| EN ISO 19902:2007/A1:2013 | PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED STEEL OFFSHORE STRUCTURES (ISO 19902:2007/AMD 1:2013) |
| I.S. EN 1537:2013 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - GROUND ANCHORS |
| DIN EN 10025-1:2005-02 | Hot rolled products of structural steels - Part 1: General technical delivery conditions; German version EN 10025-1:2004 |
| 09/30211977 DC : 0 | BS EN 16031 - ADJUSTABLE TELESCOPIC ALUMINIUM PROPS - PRODUCT SPECIFICATIONS, DESIGN AND ASSESSMENT BY CALCULATION AND TESTS |
| CEN ISO/TR 20172:2009 | Welding - Grouping systems for materials - European materials (ISO/TR 20172:2009) |
| BS EN ISO 14713-2:2009 | Zinc coatings. Guidelines and recommendations for the protection against corrosion of iron and steel in structures Hot dip galvanizing |
| 05/30132920 DC : DRAFT APR 2005 | EN 1090-2 - EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR THE EXECUTION OF STEEL STRUCTURES |
| 07/30172380 DC : 0 | BS EN 14490 - EXECUTION OF SPECIAL GEOTECHNICAL WORKS - SOIL NAILING |
| UNI EN 10219-2 : 2006 | COLD FORMED WELDED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES |
| UNE-EN ISO 14713-2:2011 | Zinc coatings - Guidelines and recommendations for the protection against corrosion of iron and steel in structures - Part 2: Hot dip galvanizing (ISO 14713-2:2009) |
| EN 1090-2:2008+A1:2011 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| BS EN 1090-2 : 2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| EN ISO 14713-2:2009 | Zinc coatings - Guidelines and recommendations for the protection against corrosion of iron and steel in structures - Part 2: Hot dip galvanizing (ISO 14713-2:2009) |
| EN 1993-1-2:2005/AC:2009 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
| EN 1993-5:2007/AC:2009 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 5: PILING |
| UNI EN 1537 : 2013 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - GROUND ANCHORS |
| UNI EN 1993-5 : 2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 5: PILING |
| UNI EN 1993-1-10 : 2005 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-10: MATERIAL TOUGHNESS AND THROUGH-THICKNESS PROPERTIES |
| UNI EN 1994-1-2 : 2014 | EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
| UNI EN 1993-1-2 : 2005 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
| UNI EN 1993-1-8 : 2005 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-8: DESIGN OF JOINTS |
| UNI EN 1993-1-1 : 2014 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
| NF EN ISO 14713-2 : 2010 | ZINC COATINGS - GUIDELINES AND RECOMMENDATIONS FOR THE PROTECTION AGAINST CORROSION OF IRON AND STEEL IN STRUCTURES - PART 2: HOT DIP GALVANIZING |
| 98/705399 DC : DRAFT MAR 1998 | PREN 10025-1 - HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEELS - PART 1: GENERAL DELIVERY CONDITIONS |
| I.S. EN 10025-1:2004 | HOT ROLLED PRODUCTS OF STRUCTURAL STEELS - PART 1: GENERAL TECHNICAL DELIVERY CONDITIONS |
| NF ENV 1090-1 : 96 FD | EXECUTION OF STEEL STRUCTURES - PART 1: GENERAL RULES AND RULES FOR BUILDINGS |
| 15/30331856 DC : 0 | BS EN ISO 10855-1 - OFFSHORE CONTAINERS AND ASSOCIATED LIFTING SETS - PART 1: OFFSHORE CONTAINER - DESIGN, MANUFACTURE AND MARKING |
| ISO 10855-1:2018 | Offshore containers and associated lifting sets Part 1: Design, manufacture and marking of offshore containers |
| BS EN 10219-2:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels Tolerances, dimensions and sectional properties |
| NF EN 1090-2 : 2009 + A1 2011 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| I.S. ENV 1993-5:1998 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 5: PILING |
| ISO 14713-2:2009 | Zinc coatings Guidelines and recommendations for the protection against corrosion of iron and steel in structures Part 2: Hot dip galvanizing |
| BS EN 10025-1:2004 | Hot rolled products of structural steels General technical delivery conditions |
| BS EN 12063:1999 | Execution of special geotechnical work. Sheet pile walls |
| BS EN 1065:1999 | Adjustable telescopic steel props. Product specifications, design and assessment by calculation and tests |
| ISO 19902:2007 | Petroleum and natural gas industries Fixed steel offshore structures |
| BS EN 12811-1:2003 | Temporary works equipment Scaffolds. Performance requirements and general design |
| BS EN 1994-1-2 : 2005 | EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
| BS EN 1993-1-8:2005 | Eurocode 3. Design of steel structures Design of joints |
| ENV 1993-5 : 1998 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 5: PILING |
| EN 1537:2013 | Execution of special geotechnical works - Ground anchors |
| EN 1993-1-8:2005/AC:2009 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-8: DESIGN OF JOINTS |
| EN 1993-1-1:2005/A1:2014 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
| EN 1994-1-2:2005/A1:2014 | EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
| EN 1993-1-10:2005/AC:2009 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-10: MATERIAL TOUGHNESS AND THROUGH-THICKNESS PROPERTIES |
| UNE-EN 1993-1-2:2016 | Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design |
| 17/30346735 DC : 0 | BS EN 10225-3 - WELDABLE STRUCTURAL STEELS FOR FIXED OFFSHORE STRUCTURES - TECHNICAL DELIVERY CONDITIONS - PART 3: HOT FINISHED HOLLOW SECTIONS |
| PREN 1538 : DRAFT 2008 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - DIAPHRAGM WALLS |
| S.R. CEN ISO/TR 20172:2021 | Welding - Grouping systems for materials - European materials (ISO/TR 20172:2021) |
| PD CEN ISO/TR 20172:2009 | Welding. Grouping systems for materials. European materials |
| NORSOK M-120:2008 | MATERIAL DATA SHEETS FOR STRUCTURAL STEEL |
| EN 12079-1 : 2006 | OFFSHORE CONTAINERS AND ASSOCIATED LIFTING SETS - PART 1: OFFSHORE CONTAINERS - DESIGN, MANUFACTURE AND MARKING |
| PREN 10025-1 : DRAFT 2011 | HOT ROLLED PRODUCTS OF STRUCTURAL STEELS - PART 1: GENERAL TECHNICAL DELIVERY CONDITIONS |
| UNE-EN 1994-1-2:2016 | Eurocode 4 - Design of composite steel and concrete structures - Part 1-2: General rules - Structural fire design. |
| I.S. EN 1090-2:2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| I.S. CEN ISO TR 20172:2006 | WELDING - GROUPING SYSTEMS FOR MATERIALS - EUROPEAN MATERIALS |
| 17/30346732 DC : 0 | BS EN 10225-4 - WELDABLE STRUCTURAL STEELS FOR FIXED OFFSHORE STRUCTURES - TECHNICAL DELIVERY CONDITIONS - PART 4: COLD FORMED WELDED HOLLOW SECTIONS |
| DIN EN 1993-1-1:2010-12 | Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings (includes Corrigendum AC:2009) |
| S.R. CR 10313:2000 | CLASSIFICATION OF GRADES OF STEEL - EXAMPLES OF CLASSIFICATION RELATED TO EUROPEAN STANDARDS |
| DIN EN 1994-1-2:2010-12 | Eurocode 4: Design of composite steel and concrete structures - Part 1-2: General rules - Structural fire design (includes Corrigendum AC:2008) |
| DIN EN 1993-1-10:2010-12 | Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties (includes Corrigendum AC:2009) |
| DIN EN 10025-1:2011-04 (Draft) | Hot rolled products of structural steels - Part 1: General technical delivery conditions; German version prEN 10025-1:2011 |
| BS EN 1993-1-2:2005 | Eurocode 3. Design of steel structures General rules - Structural fire design |
| BS EN 12079-1:2006 | Offshore containers and associated lifting sets Offshore containers. Design, manufacture and marking |
| BS EN 1537:2013 | Execution of special geotechnical works. Ground anchors |
| ISO/TR 20172:2009 | Welding Grouping systems for materials European materials |
| UNI EN ISO 19902 : 2013 | PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED STEEL OFFSHORE STRUCTURES |
| DIN EN ISO 14713-2:2010-05 | ZINC COATINGS - GUIDELINES AND RECOMMENDATIONS FOR THE PROTECTION AGAINST CORROSION OF IRON AND STEEL IN STRUCTURES - PART 2: HOT DIP GALVANIZING |
| DIN EN 12811-1:2004-03 | Temporary works equipment - Part 1: Scaffolds - Performance requirements and general design |
| CR 10313:2000 | Classification of grades of steel - Examples of classification related to European Standards |
| EN 12063:1999 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - SHEET PILE WALLS |
| DIN EN 1993-5:2010-12 | Eurocode 3: Design of steel structures - Part 5: Piling (includes Corrigendum AC:2009) |
| EN 1065:1998 | Adjustable telescopic steel props - Product specifications, design and assessment by calculation and tests |
| 93/68/EEC : 1993 AMD 2 1998 | COUNCIL DIRECTIVE 93/68/EEC OF 22.7.93 AMENDING DIRECTIVES 87/404/EEC, 88/378/EEC, 89/106/EEC, 89/336/EEC, 89/392/EEC, 89/686/EEC, 90/384/EEC, 90/385/EEC, 90/396/EEC, 91/263/EEC, 92/42/EEC AND 73/23/EEC |
| EN ISO 14284:2002 | Steel and iron - Sampling and preparation of samples for the determination of chemical composition (ISO 14284:1996) |
| EN 10002-1 : 2001 | METALLIC MATERIALS - TENSILE TESTING - PART 1: METHOD OF TEST AT AMBIENT TEMPERATURE |
| EN 10052:1993 | Vocabulary of heat treatment terms for ferrous products |
| CR 10261 : 1995 | ECISS INFORMATION CIRCULAR 11 - IRON AND STEEL - REVIEW OF AVAILABLE METHODS OF CHEMICAL ANALYSIS |
| EN 10027-2:2015 | DESIGNATION SYSTEMS FOR STEELS - PART 2: NUMERICAL SYSTEM |
| EN ISO 377:2017 | Steel and steel products - Location and preparation of samples and test pieces for mechanical testing (ISO 377:2017) |
| EN ISO 643:2012 | Steels - Micrographic determination of the apparent grain size (ISO 643:2012) |
| 89/106/EEC : 1988 | COUNCIL DIRECTIVE OF 21 DECEMBER 1988 ON THE APPROXIMATION OF LAWS, REGULATIONS AND ADMINISTRATIVE PROVISIONS OF THE MEMBER STATES RELATING TO CONSTRUCTION PRODUCTS |
| EN 10256:2000 | Non-destructive testing of steel tubes - Qualification and competence of level 1 and 2 non-destructive testing personnel |
| EN 1011-1:2009 | Welding - Recommendations for welding of metallic materials - Part 1: General guidance for arc welding |
| EN 10168:2004 | Steel products - Inspection documents - List of information and description |
| EN ISO 2566-1:1999 | Steel - Conversion of elongation values - Part 1: Carbon and low alloy steels (ISO 2566-1:1984) |
| EN 473:2008 | Non-destructive testing - Qualification and certification of NDT personnel - General principles |
| EN 1011-2:2001/A1:2003 | WELDING - RECOMMENDATIONS FOR WELDING OF METALLIC MATERIALS - PART 2: ARC WELDING OF FERRITIC STEELS |
| EN 10045-1 : 1990 | METALLIC MATERIALS - CHARPY IMPACT TEST - PART 1: TEST METHOD |
| ISO 15614-1:2017 | Specification and qualification of welding procedures for metallic materials — Welding procedure test — Part 1: Arc and gas welding of steels and arc welding of nickel and nickel alloys |
| ISO 15609-1:2004 | Specification and qualification of welding procedures for metallic materials Welding procedure specification Part 1: Arc welding |
| EN ISO 9001:2015 | Quality management systems - Requirements (ISO 9001:2015) |
| EN 10021:2006 | General technical delivery conditions for steel products |
| EN 10246-10:2000 | Non-destructive testing of steel tubes - Part 10: Radiographic testing of the weld seam of automatic fusion arc welded steel tubes for the detection of imperfections |
| ISO 2566-1:1984 | Steel Conversion of elongation values Part 1: Carbon and low alloy steels |
| EN 10204:2004 | Metallic products - Types of inspection documents |
| EN 10246-9:2000 | Non-destructive testing of steel tubes - Part 9: Automatic ultrasonic testing of the weld seam of submerged arc welded steel tubes for the detection of longitudinal and/or transverse imperfections |
| EN 10025-2:2004/AC:2005 | HOT ROLLED PRODUCTS OF STRUCTURAL STEELS - PART 2: TECHNICAL DELIVERY CONDITIONS FOR NON-ALLOY STRUCTURAL STEELS |
| ISO 9001:2015 | Quality management systems — Requirements |
| EN ISO 15609-1:2004 | Specification and qualification of welding procedures for metallic materials - Welding procedure specification - Part 1: Arc welding (ISO 15609-1:2004) |
| ISO 643:2012 | Steels Micrographic determination of the apparent grain size |
| EN 10246-3:1999 | Non-destructive testing of steel tubes - Part 3: Automatic eddy current testing of seamless and welded (except submerged arc-welded) steel tubes for the detection of imperfections |
| EN 10027-1:2016 | Designation systems for steels - Part 1: Steel names |
| EN 10020:2000 | Definition and classification of grades of steel |
| EN 10219-2:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 2: Tolerances, dimensions and sectional properties |
| ISO 15607:2003 | Specification and qualification of welding procedures for metallic materials General rules |
| EN 10266:2003 | Steel tubes, fittings and structural hollow sections - Symbols and definitions of terms for use in product standards |
| EN 10025-3:2004 | Hot rolled products of structural steels - Part 3: Technical delivery conditions for normalized/normalized rolled weldable fine grain structural steels |
| ISO 377:2017 | Steel and steel products — Location and preparation of samples and test pieces for mechanical testing |
| ISO 14284:1996 | Steel and iron — Sampling and preparation of samples for the determination of chemical composition |
| EN 10246-8:1999 | Non-destructive testing of steel tubes - Part 8: Automatic ultrasonic testing of the weld seam of electric welded steel tubes for the detection of longitudinal imperfections |
| EN ISO 15607:2003 | Specification and qualification of welding procedures for metallic materials - General rules (ISO 15607:2003) |
| EN 1993-1-1:2005/A1:2014 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
| EN 287-1:2011 | Qualification test of welders - Fusion welding - Part 1: Steels |
| EN 10246-5 : 1999 | NON-DESTRUCTIVE TESTING OF STEEL TUBES - PART 5: AUTOMATIC FULL PERIPHERAL MAGNETIC TRANSDUCER/FLUX LEAKAGE TESTING OF SEAMLESS AND WELDED (EXCEPT SUBMERGED ARC WELDED) FERROMAGNETIC STEEL TUBES FOR THE DETECTION OF LONGITUDINAL IMPERFECTIONS |
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